Early American Masonry Materials
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Stone Veneer Mortar High Strength, Polymer Modified Mortar
STONE VENEER MORTAR HIGH STRENGTH, POLYMER MODIFIED MORTAR DESCRIPTION: STONE VENEER MORTAR is polymer modified PLACEMENT: mortar designed to provide a high performance bond for veneer 1. Apply STONE VENEER MORTAR at approximately 3/8”-1/2” units to base surfaces. thick to the lath and surface. Before the mortar begins to harden, scratch or scarify the mortar surface with the appropri- USES: STONE VENEER MORTAR is ideal for grouting and placing ate scratching tool. thin clay brick, natural or artificial stone veneer units. It is de- 2. Trowel a thin layer on the scratch, brown or substrates, as signed to be cohesive with excellent workability and superior well, apply a thick layer of mortar to the back of each stone. bond strength. STONE VENEER MORTAR will create an aestheti- 3. Place and press the stone into place and allow the mortar to cally pleasing, non load bearing, exterior or interior stone veneer squeeze out around edges. In certain applications, the use of finished wall. temporary shims is needed between the stones until the mor- STONE VENEER MORTAR can be used as a: tar sets. This is to maintain even spacing between the stones. scratch or brown coat 4. After placing the stone and the mortar has set to thumb print bond coat hard (approximately 1 hour), remove the shims. Use a grout joint fill grout bag or pointing trowel to fill in joints where additional mortar is needed. ADVANTAGES: STONE VENEER MORTAR offers the fol- 5. Using a metal jointing tool, compact and seal edges around lowing advantages: stone and rake out excess mortar. -
The Art of Stone Masonry in the Rockbridge County Area (1700 to Present)
The Art of Stone Masonry In the Rockbridge County Area (1700 to present) Steven Connett Archaeology 377 5/25/83 Dr. McDaniel The art of stone masonry in the Shenandoah valley seems to be somewhat of a mystery prior to the nineteenth century. However, as some of us have learned from the anthropology 101 course: The absence of artifacts (documents in this case) is just as important as the presence of artifacts. In order to make sure that the lack of information was not due to my possible incompetence in research, I spoke with a current day stone masoner named Alvis Reynolds. Mr. Reynolds relayed t o me that when he was trying to learn the skills of stone masonry he, too, had great difficulty in obtaining information and thus decided to teach himself this art through the process of trial and error. Although this information did not directly aid me in my research, Mr. Reynolds did provide me with a bit of information that allowed me to derive a hypothesis on why there is this unusual lack of information in this line of study. I will state my hypothesis in this paper, however, I will not be able to prove it or disprove it due to the deficiency in available information. Mr. Reynolds explained to me that in the eighteenth century there were nomadic stone masoners. These nomadic workers went from valley to valley in search of people who needed help with building their houses. Since these people did not know how to cut stone themselves (after all, stone cutting is not the type of thing that is innate to most people) they had no choice but to p~y these men for their services or go unsheltered. -
Embanked Floodplains Along the Rivers Rhine and Meuse, Areas That Are Flooded During High-Discharge Conditions (Fig
Michiel J. van der Meulen1,2* 1 Deltares, PO box 85467, 3508 AL Utrecht, Netherlands 2 TNO – Geological Survey of the Netherlands, PO box 80015, NL-3508 TA Utrecht, Netherlands Ane P. Wiersma1,2 3 Utrecht University, Faculty of Geosciences, Department of Physical Geography, PO box 80115, NL-3508 TC Utrecht, Netherlands 4 Alterra, Wageningen University and Research Centre, PO box 47, NL-6700 AA Wageningen, Netherlands Marcel van der Perk3 Hans Middelkoop3 Noortje Hobo3,4 Deltares / TNO Geological Survey *[email protected] of the Netherlands Background, Aim and scope The Netherlands has vast resources of clay that are exploited for the fabrication of structural-ceramic products such as bricks and roof tiles (Fig. 1, 2). Most clay is extracted from the so-called embanked floodplains along the rivers Rhine and Meuse, areas that are flooded during high-discharge conditions (Fig. 3, 4). Riverside clay extraction is – at least in theory – compensated by deposition. Based on a sediment balance (deposition vs. extraction), we explore the extent to which clay can be regarded as a renewable resource, with potential for sustainable use. Beyond that, we discuss the implications for river and sediment management, especially for the large engineering works that are to be undertaken to increase the discharge capacities of the Rhine and Meuse. Fig. 1: Occurrences of clay in the Netherlands that are extractable, i.e., having (1) a thickness ≥ 1 m without intercalations, and (2) < 25% chance of encountering particulate organic material or shells. For details of the underlying resource assessment see Van der Meulen et al. (2005, 2007). -
Contractor License Definitions
Sec. 3-2-1. - Definitions. (a) General. As used in this chapter, "the board" will mean construction industry license board, and the following words and terms shall have meanings as found in F.S. section 489.105: certificate, certified contractors, contractor, contracting, air conditioning contractors (class A), air conditioning contractors (class B), air conditioning contractors (class C), building contractors, general contractors, mechanical contractors, plumbing contractors, residential contractors, roofing contractors, sheet metal contractors, commercial swimming pool/spa contractors, residential swimming pool/spa contractors, maintenance swimming pool/spa contractors, underground utility and excavation contractors, specialty contractors, primary qualifying agent, secondary qualifying agent, registered contractors, and registration. The term electrical contractor shall have the meaning as found in F.S. section 489.505. (b) Journeyman electrician means any person qualified to perform work in the electrical trade while employed and supervised by a master electrician and who is licensed under the provisions of this chapter. All electricians, whether master or journeyman will be issued cards indicating the type of license held and will be required to exhibit them upon the request of the building official, building inspectors or code compliance officers. (c) Local specialty contractors: Local specialty contractors are engaged in, but not necessarily limited to, one (1) or more of the following trades: (1) Acoustical and insulation contractors are those who are qualified to install, maintain, repair, alter, or extend any insulation primarily installed to prevent loss or gain of heat from rooms or buildings. They are also those who are qualified to install, maintain, repair, alter, or extend any insulation primarily installed to prevent loss or gain of heat from internal or external sources in pipes, vessels, ducts, or built-up refrigerated boxes or rooms. -
Denselement® Barrier System and NFPA 285 Acceptance Criteria
DensElement® Barrier System and NFPA 285 Acceptance Criteria Current and past building codes have generally required combustible water resistive barriers (WRBs) to be tested for compliance with NFPA 285 acceptance criteria. In 2018, IBC section 1402.5 was modified to clarify that “water-resistive barrier flashings and accessories at other locations, including through wall flashings shall not be considered part of the water resistive barrier” for purposes of the NFPA 285 testing requirement. Within the DensElement® Barrier System, the DensElement® Sheathing is noncombustible (per ASTM E136), and the DensDefy™ Liquid Flashing is the water-resistive barrier flashing that is no longer considered a part of the water-resistive barrier for purposes of the NFPA testing requirement under IBC section 1402.5. Thus, with this change, DensElement® Barrier System should be considered a non-combustible WRB, and the NFPA testing requirements in IBC Section 1402.5 for combustible water-resistive barriers should not be applicable, as DensElement® Sheathing is exempt from NFPA assembly testing under the 2018 IBC. However, not all jurisdictions have adopted the 2018 IBC. In those cases, the following tables list wall assemblies featuring DensElement® Barrier System that are included in NFPA 285 engineering evaluations. Brick, Natural Stone, Artificial Stone Priest & Associates Manufacturer Cladding Notes Project # reference Brick 10261K, Revision 4 Stucco 10261K, Revision 4 Limestone 10261K, Revision 4 Terracotta 10261K, Revision 4 Natural Stone Veneer 10261K, -
Tools and Machinery of the Granite Industry Donald D
©2013 The Early American Industries Association. May not be reprinted without permission. www.earlyamericanindustries.org The Chronicle of the Early American Industries Association, Inc. Vol. 59, No. 2 June 2006 The Early American Industries Contents Association President: Tools and Machinery of the Granite Industry Donald D. Rosebrook Executive Director: by Paul Wood -------------------------------------------------------------- 37 Elton W. Hall THE PURPOSE of the Associa- Machines for Making Bricks in America, 1800-1850 tion is to encourage the study by Michael Pulice ----------------------------------------------------------- 53 of and better understanding of early American industries in the home, in the shop, on American Bucksaws the farm, and on the sea; also by Graham Stubbs ---------------------------------------------------------- 59 to discover, identify, classify, preserve and exhibit obsolete tools, implements and mechani- Departments cal devices which were used in early America. Stanley Tools by Walter W. Jacob MEMBERSHIP in the EAIA The Advertising Signs of the Stanley Rule & Level Co.— is open to any person or orga- Script Logo Period (1910-1920) ------------------------------------------- 70 nization sharing its interests and purposes. For membership Book Review: Windsor-Chair Making in America, From Craft Shop to Consumer by information, write to Elton W. Hall, Executive Nancy Goyne Evans Director, 167 Bakerville Road, Reviewed by Elton W. Hall ------------------------------------------------- 75 South Dartmouth, MA 02748 or e-mail: [email protected]. Plane Chatter by J. M. Whelan An Unusual Iron Mounting ------------------------------------------------- 76 The Chronicle Editor: Patty MacLeish Editorial Board Katherine Boardman Covers John Carter Front: A bucksaw, patented in 1859 by James Haynes, and a nineteenth century Jay Gaynor Raymond V. Giordano saw-buck. Photograph by Graham Stubbs, who discusses American bucksaws Rabbit Goody in this issue beginning on page 59. -
Brickform Stamp Book
the stamp book OF BRICKFORM TEXTURING TOOLS This guide features BRICKFORM’s most popular stamping tools. A variety of textures are available for immediate order: stone, slate, tile, wood, and brick. View the pattern variations of each texture stamp with BRICKFORM’s helpful technical drawings. These stamps are designed to work with BRICKFORM’s complete system of decorative concrete products for coloring, staining, texturing, resurfacing, and sealing. Visit www.brickform.com to see BRICKFORM’s full product offering of stamping tools, an extensive line of coloring and sealing products, and a photo gallery of finished projects. For more information see your Brickform dealer, or call 800-483-9628. Seamless Skins BRICKFORM Seamless Skins™ are feathered-edged skins that produce continuous texture with no grout or joint lines. BRICKFORM texture skins are available in standard-grade and ultra-fl exible materials, all designed Blue Stone Texture (A) A natural stone surface with a sandy with unsurpassed quality. texture that includes clefts which leave See page 27 for ordering information. a layered appearance. Heavy Stone Texture (D) A rough, natural stone surface Sanded Slate Texture (E) containing chips, fractures, pockmarks Similar to our slate texture with the and veins. addition of a lightly sanded appearance across the entire texture fi eld. Roman Slate Texture (H) A slate stone surface that utilizes dips, Yucatan Texture (J) ridges and veins to create a continu- A stone surface consisting of deep ously changing texture across the entire chips, -
Life of Sir William E. Logan
%:% : LIFE SIR WILLIAM E. LOGAN, It., LL.D., F.E.S., F.G-.S., &c. first director of the geological survey of canada. Chiefly Compiled feom his Letters, Journals and Reports. BERNARD J. HARRINGTON, B.A., Ph.D., PROFESSOR 01' MINING IN M'GILL UNIVERSITY ; LATE CHEMIST AND MINERALOGIST TO THE GEOLOGICAL SURVEY OP CANADA. WITH. STEEL PORTRAIT AND NUMEROUS WOODCUTS. EonBon SAMPSON LOW, MARSTON, SEARLE, & RIVINGTON, CROWN BUILDINGS, 188 FLEET STREET. 1883 6 PREFACE. rPHE task of preparing a biography of Sir William Logan was not a self-imposed one, and was only undertaken with feelings of great delicacy. There are those who knew him longer and more intimately, and who might have done far better justice to his memory. But the work having been entrusted to me, I have endeavoured to discharge it faithfully. My aim has not been to write a eulogium or yet a lengthy criti- cism of Sir William, but rather to bring together such of his own words as will recall him to the minds and hearts of old friends, or enable those who were not privileged with his acquaintance to form for them- selves an estimate of his character and work. Canadians cannot afford to forget the name of oije who laboured so long and so earnestly to promote the interests of this his native land, and if the following pages in any way serve to keep green the memory of Sir William Logan, their compiler will feel more than repaid. We have plenty of Canadians able and willing vi. PREFACE. to work for themselves, but too few who, like Logan, are willing to work for Canada. -
The Maintenance, Repair and Replacement of Historic Cast Stone Richard Pieper
0 Home > How to Preserve > Preservation Briefs > 42 Cast Stone Some of the web versions of the Preservation Briefs differ somewhat from the printed versions. Many illustrations are ne Captions are simplified and some complex charts are omitted. To order hard copies of the Briefs, see Printed Publicatio PRESERVATION BRIEFS 42 The Maintenance, Repair and Replacement of Historic Cast Stone Richard Pieper An Imitative Building Material with Many Names History of Use and Manufacture Mechanisms and Modes of Deterioration Maintenance of Cast Stone Installations Methods of Repair Detail of ornamen Replacement of Historic Cast Stone Installations New Yor Richard Appropriateness of GFRC as a Replacement Material Summary and References Reading List Download the PDF An Imitative Building Material with Many Names The practice of using cheaper and more common materials on building exteriors in imitation of more expe materials is by no means a new one. In the eighteenth century, sand impregnated paint was applied to w quarried stone. Stucco scored to simulate stone ashlar could fool the eye as well. In the 19th century, cas often detailed to appear like stone. Another such imitative building material was "cast stone" or, more pre concrete building units. http://www.nps.gov/tps/how-to-preserve/briefs/42-cast-stone.htm 11/6/2013 0 Cast stone was just one name given to various concrete mixtures that emplo shapes, decorative aggregates, and masonry pigments to simulate natural st mixtures included water, sand, coarse aggregate, and cementing agents. Nat portland cements, oxychloride cements, and sodium silicate based cements w binding agents. The differences in the resulting products reflected the differe aggregates, binding agents, methods of manufacture and curing, and system finishing that were used to produce them. -
LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, E.G. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE {(Roofi
CPC - C04B - 2021.08 C04B LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE {(roofing granules E04D 7/005)}; CERAMICS (devitrified glass-ceramics C03C 10/00); REFRACTORIES; TREATMENT OF NATURAL STONE Definition statement This place covers: Chemical aspects of the processing of lime, magnesia or dolomite and of molten slag. Compositional aspects of: • inorganic binders, such as hydraulic cements ; • mortars, concrete and artificial stone, e.g. the choice of fillers or active ingredients therefore; • shaped ceramic products, e.g. clay-wares, refractories , non-oxides. Physico-chemical aspects of methods for obtaining mortars, concrete, artificial stones or ceramics , e.g. for delaying the setting time of mortar compositions. Treatment including defibrillating of materials such as fillers , agglomerated or waste materials, or refuse to enhance their filling properties in mortars, concrete or artificial stone. Porous mortars, concrete, artificial stone or ceramic ware, and the preparation thereof. Methods and apparatus for: • burning or slaking lime; • obtaining mineral binders, e.g. Portland cement or hemihydrate plaster; • the expansion of mineral fillers , such as clay, perlite or vermiculite. After- treatment of artificial stones, mortars, concrete and ceramics , e.g. coating or impregnation of green concrete after primary shaping. Non-mechanical treatment of natural stone. Processing powders of inorganic compounds in preparation to the manufacturing of ceramic products . 1 C04B (continued) CPC - C04B - 2021.08 Definition statement The joining of burned ceramics with other articles by heating. References Limiting references This place does not cover: Granulating apparatus B01J 2/00 Mechanical features relating to the working of mortars, concrete, stone, B28 clay-wares or ceramics , e.g. -
Architectural Design Ordinance
Ordinance No. ___-20 Ordinance regarding architectural design The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 20-17-ZA) for amending the zoning ordinance Section 36- 366. Section 2. Chapter 36, Section 366 of the St. Louis Park City Code is hereby amended by adding underscored text and deleting the strike through text. Section breaks are represented by ***. *** (b) Standards. (b)(1) Building Design. Buildings shall be designed to enhance the attractiveness of the city’s streetscape by minimizing monotonous structures and long, blank walls. Additionally, buildings shall, through use of architectural details and scale, have architectural features and patterns that provide visual interest from the perspective of the pedestrian. The following techniques shall be incorporated into building design in order to accomplish such requirements. (1)a. Architectural design elements that will be considered in the review of building and site plans include building materials, color and texture, building bulk, general massing, roof treatment, proportion of openings, facade design elements and variation, window and openings. Site plan design elements that will be considered in the determination as to whether site plan design is superior include quantity, quality, variation, compatibility and size of plant materials, landscape berms and screening walls. Also considered will be the overall order, symmetry and proportion of the various elements within the site and within the larger context of the area or corridor. (2)b. The height, bulk, general massing, roof treatment, materials, colors, textures, major divisions, and proportions of a new or remodeled building shall be compatible with that of other buildings on the site and on adjacent sites. -
Building Tecniques of Fortified Structures in Kinik Höyük Archaeological Excavation (Turkey)
SAHC2014 – 9th International Conference on Structural Analysis of Historical Constructions F. Peña & M. Chávez (eds.) Mexico City, Mexico, 14–17 October 2014 BUILDING TECNIQUES OF FORTIFIED STRUCTURES IN KINIK HÖYÜK ARCHAEOLOGICAL EXCAVATION (TURKEY) V. Cinieri1, L. D'Alfonso2 and M. Morandotti1,3 1 Department of Civil Engineering and Architecture, University of Pavia via Ferrata, 1, Pavia, Italy e-mail: [email protected] 2 Institute for the Study of the Ancient World, New York University 15 E 84th St, New York, NY 10028, United States e-mail: [email protected] 3 Directorate of the Interdepartmental Centre of Studies and Research on cultural heritage Conserva- tion (CISRiC), University of Pavia, Italy e-mail: [email protected] Keywords: Archaeological Heritage, Stone Masonry, Mud plaster, Building Techniques. Abstract. The archaeological heritage is the result of a phase of the human civilization and, beyond the artistic-monumental values, it is material testimony of the human work and «un- limited» source of knowledge. In this perspective, archaeological excavations at Kınık Höyük, in southern Cappadocia (Turkey) started on initiative of a multidisciplinary team of research- ers from the University of Pavia (Italy), the New York University (USA), CNRS (France) and the Universities of Niğde and Erzurum (Turkey). At Kınık Höyük there were found traces of a site that was inhabited for about 4000 years. Among the remains revealed, it is especially im- portant the portion of the citadel walls along the north side of the mound in the centre of the archaeological site, which presents different architectural phases, the last one dating back to the Late Bronze Age (15th-12th c.